Design formula for axially compressed perforated plates

Thin-Walled Structures

Volumn 34, Issue 1, 1999, Pages 1-20

  Shanmugam, N E ^a   Thevendran, V ^a   Tan, Y H ^a  

^a NATIONAL UNIVERSITY OF SINGAPORE   (Singapore)

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY CONDITIONS; BUCKLING; COMPRESSIVE STRENGTH; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; REGRESSION ANALYSIS; STRUCTURAL DESIGN; STRUCTURAL LOADS;

PERFORATED PLATES;

PLATES (STRUCTURAL COMPONENTS);

EID: 0032626036     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0263-8231(98)00052-4     Document Type: Article

References (11)

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2. Pennington-Vann W. Compressive buckling of perforated plate elements. Proceedings of the First Specialty Conference on Cold-Formed Steel Structures, August 1971. Missouri: University of Missouri-Rolla, 1973:52-57.
3. Ritchie D., Rhodes J. Buckling and post-buckling behavior in plates with holes. Aeronautical Quarterly. 26:1975;281-296.
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5. Sabir AB, Chow FY. Elastic buckling of flat panels containing circular and square holes. International Conference of Instability and Plastic Collapse of Structures, Manchester, 1983.
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10. Narayanan R. A simplified procedures for the strength assessment of axially compressed plates with or without openings. Proceedings of the International Conference on Steel and Aluminium Structures. Cardiff, 1987:592-606.
11. Crisfield MA. Full-range analysis of steel plates and stiffened plating under uniaxial compression. Proceedings of the Institution of Civil Engineers, Vol. 59, December. London. 1975:595-624.